Research Article
Theoretical Analysis on Mechanical Behavior of Axially Loaded Recycled Aggregate Concrete Filled Steel Tubes
Table 1
The detailed specimen.
| | | Specimen |
(mm) |
(mm) |
(MPa) |
(MPa) | | |
(kN) |
(kN) |
| | Xiao et al. [18] | RCFS-100-1
RCFS-100-2
RCFS-100-2 | 200
200
200 | 3.63
3.63
3.63 | 29.6
29.6
29.6 | 465
465
465 | 1.21 | 100% | 2210 | 2311 | RCFS-70-1
RCFS-70-2
RCFS-70-3 | 200
200
200 | 3.63
3.63
3.63 | 27.9
27.9
27.9 | 465
465
465 | 1.28 | 70% | 2182 | 2298 | RCFS-50-1
RCFS-50-2
RCFS-50-3 | 200
200
200 | 3.63
3.63
3.63 | 34.7
34.7
34.7 | 465
465
465 | 1.03 | 50% | 2299 | 2500 | RCFS-0-1
RCFS-0-2 | 200
200 | 3.63
3.63 | 35.9
35.9 | 465
465 | 1.00 | 0% | 2513 | 2458 |
| |
Chen and Zeng [15] | C-2
C-3 | 127
127 | 4.20
4.20 | 57.8
52.0 | 298.3
298.3 | 0.76
0.85 | 60%
100% | 1568
1463 | 1413
1333 |
| | Johansson [22] | SFE8
SFC8 | 159
159 | 6.5
6.5 | 93.8
93.8 | 402
402 | 0.80 | 0% | 3310 | 3396 | SFE9
SFC9 | 159
159 | 10.0
10.0 | 93.8
93.8 | 355
355 | 1.17 | 0% | 3765 | 3806 |
| |
Yang [14] | CA1
CA2 | 114
114 | 2.19
2.19 | 28.0
24.5 | 335.7
335.7 | 0.98
1.11 | 25%
50% | 705
672 | 686
636 |
| | Huang et al. [30] | CU-40
CU-70
CU-150 | 200
280
300 | 5
4
2 | 27.15
31.15
27.23 | 265.8
272.6
341.7 | 1.06
0.52
0.34 | 0%
0%
0% | 2013
3025
2608 | 2026
3009
2485 |
|
|
is the maximum experimental load of specimen; is the calculated one.
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